Derivation of Fragility Functions for Tall Buildings
Abstract eng: Structural fragility functions are derived for a 20-story reinforced concrete moment-resisting frame building as well as for a 50-story reinforced concrete frame-wall building. Both buildings comply with the provisions of Turkish Seismic Code (2007) and Istanbul Earthquake Resistant Design Guidelines for Tall Buildings (2008). Nonlinear dynamic analyses under the selected acceleration records are performed first. Structural response and ground motion intensity correlations are investigated through regression analysis. Fragility functions representing the probability of being equal to or of exceeding specified thresholds defined on maximum inter-story drift ratio and on maximum floor acceleration are constructed for the considered levels of peak ground velocity and Arias intensity respectively.
Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2017-01-18, last modified 2017-01-18
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